Construction of Bridge on River Markanda from village Patel Nagar Harigarh Borakh to Jodhpur Janderi.

Amount

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Sandy Soil Depth below bed level up to 3.0 M Pier (HSR 15.17.1.1)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Sandy Soil Beyond 3m up to 10 m depth (HSR 15.17.1.2)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Sandy Soil Beyond 10 m up to 20m depth (HSR 15.17.1.3)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sanely soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Sandy Soil Beyond 20m up to 30 m depth (HSR 15.17.1.4)

Sinking of 8 m external diameter well ( other Section than pneumatic method of sinking ) through all 1200 types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Depth below bed level up to 3.0 M abutment (HSR 15.19.1.1)

Sinking of 8 m external diameter well ( other Section than pneumatic method of sinking ) through all 1200 types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Beyond 3m up to 10 m depth (HSR 15.19.1.2)

Sinking of 8 m external diameter well ( other Section than pneumatic method of sinking ) through all 1200 types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Beyond 10 m up to 20m depth (HSR 15.19.1.3)

Sinking of 8 m external diameter well ( other Section than pneumatic method of sinking ) through all 1200 types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORT&H clause 1200 Beyond 20m up to 30 m (HSR 15.19.1.4)

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation 1900 complete as per Drawing and Technical specification MORT&H clause 1200 & 1900 (HSR 15.10).

Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well Curb MORT&H clause 1200, 1500 & 1700 RCC M35 Grade, With Batching Plant, Transit Mixer and Concrete Pump (HSR 15.11.3.2)

Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well Steining RCC M35 Grade, With Batching Plant, Transit Mixer and Concrete Pump (HSR 15.12.8.2)

Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Bottom Plug Concrete to be placed using tremie pipe PCC Grade M25, Using Batching Plant, Transit Mixer and Crane/concrete pump (HSR 15.13.2.2)

Plain/Reinforced Cement Concrete, in Well foundation complete as per drawing and Technical specification in Top Plug Grade M 15 pcc using concrete mixer (HSR 15.15.1)

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical RCC M 25 specification,in Well Cap With Batching Plant, Transit Mixer and Conerete Pump (HSR 15.16.4.2)

Sand Filling and Water Filling of Wells Sand Filling in Wells complete as per Drawing and Technical Specifications MORT&H clause 1207 (HSR 15.26.1)

Plain Reinforced cement concrete in sub structure complete as per drawing and & MoRT&H Specifications 1500,170 and 2200 RCC Grade M35 With Batching Plant, Transit Mixer and Conerete Pump (HSR 27.12.1.2)

Plain Reinforced cement concrete in sub structure complete as per drawing and & MoRT&H Specifications 1500,170 and 2200 PCC Grade M15 (with concrete Mixer) Height up to 5m (HSR 27.5)

PSC Grade M-45 using Batching Plant, ransit Mixer and Concrete Pump For formwork and staging add the following: For T-beam & slab including launching of precast girders by launching truss up to 40 m span, 21-31 per cent of cost of concrete. Height up to 5m (HSR 27.35.2.2)

Precast - pretensioned Girders Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and MoRT&H specifications. Grade M-45 (HSR 27.47)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications (HSR 27.13)

Supplying, fitting and fixing in position true to line and level POT -PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRT&H Specifications. (HSR 27.23)

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) For fixing in position (HSR 27.44.2)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). (HSR 27.55)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ retum wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications (HSR 27.15)

Providing and laying of Filter media with granular 710.1.4.of materials/stone crushed aggregates satisfying IRC:78 and the requirements laid down in clause 2504.2.2. 2200 of MoRT H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification. (HSR 27.17)

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification Sandy material (HSR 27.16.2)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR 4.33)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (87+4x57=315/- per cum) (HSR 4.12+4.31)

RCC Grade M30 Height up to 5m With Batching Plant, Transit Mixer and Concrete Pump(HSR 27.11.1.2)

Stone Matrix Asphalt (SMA) 50 mm thick Providing and laying 50 mm thick stone matrixasphalt (SMA) using stabilising additives @ 0.30% by weight in the mix, hydrated lime @ 100% using stone aggregate 20 mm, 10 mm and Drum type batch mixing plant as per standard job mix formula including additional aggregates of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg per sqm immediately after compaction to achieve density of 2.3 gm per cc and Bitumen grade CRMB - 55@ 5.8% by weight complete as per HSR specifications Grading -1 (19 mm Nominal Size) (HSR 17.38)

Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions,pressed into surface when the temperature of surfaces is not less than 1DDC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) (HSR 17.37)

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 900 mm i/d (HSR 21.95.8)

Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well MORT&H clause 1200 Assuming depth of water 1.0 m and height of island to be 1.25 m. (HSR 15.9.1)

Granular Sub-Base with Coarse Graded Material - Grading-I or II or Ill (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications Grading I material (HSR 17.15.1)

Water Bound Macadam Grading I with screening Type 'A' Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.22.2)

Water Bound Macadam - II with ScreeningType 'A' / Type BProviding, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification including spreading in uniform thickness, hand packing,rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/ binding Materials to fill up theinterstices of coarse aggregate, watering and compacting to the required density complete asper technical clause 404 of MORT&H specifications (HSR 17.23.2)

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications (HSR 17.24)

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications (HSR 17.25)

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.1)

Bituminous Macadam with batch type HMP Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix p lant 100 • 120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501. 7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size) (HSR 17.27.2)

Open - Graded Premix Surfacing 20 mm U,ickness Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications (HSR 17.33.1)

Seal Coat Type A with VG -10 Providing and laying seal coat Type A (liquid Seal Coat) sealing the voids in a bituminous surface using crushed stone aggregates and penetration grade bitumen VG- 1 O @ 0.98 kg/sqm laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications (HSR 17.36.1)

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.4.1)

Mandatory sign board 900 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.6.1)

Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per dause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Using retro reflective Sheeting Class C as per IRC 67 2012 (HSR 34.11.1)

Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retro?reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019. (HSR 34.35)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width (HSR 34.24.2)

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (HSR 34.49)

The Tibba Dana Sher Co Op L and C Society Limited

A T CONSTRUCTION

Krishna Construction Co

RAJINDER SINGH CONTRACTOR